Search a designation to read the section in full, or filter and sort a family to find one. Values are from the CISC Structural Section Tables, in the units the tables print them in.
W360x551 W14x370
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x551 to scale.
Property
Description
Value
Unit
Mass
Mass per length
551
kg/m
D
Depth of section or height of vertical leg
455
mm
B
Width of flange or horizontal leg
418
mm
T
Thickness of flange
67.6
mm
W
Thickness of web
42
mm
BT
Width-to-thickness ratio of flange
3.09
HW
Clear depth-to-thickness ratio of web
7.61
K
Distance between outer face of flange and web-toe of fillet
99
mm
K1
Distance between middle line of web and flange-toe of fillet
51
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
70,100
mm²
Ix
Moment of inertia about axis XX
2,260
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
9,940
10³ mm³
Rx
Radius of gyration about axis XX
180
mm
Zx
Plastic modulus about axis XX
12,100
10³ mm³
Iy
Moment of inertia about axis YY
825
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
3,950
10³ mm³
Ry
Radius of gyration about axis YY
108
mm
Zy
Plastic modulus about axis YY
6,050
10³ mm³
J
St-Venant torsional constant
92,500
10³ mm⁴
Cw
Warping constant
31,000
10⁹ mm⁶
SA
Surface area per metre
2.5
m²/m
Wn
Normalized unit warping function
40,500
mm²
Sw
Warping statical moment
286
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet